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P12.3. Draw the influence lines for the reactions at supports A and C, the shear and moment at section B, and the shear just to the left of support C. ↑ RA 8m B 6m 124 4 m i

P12.3. Draw the influence lines for the reactions at supports A and C, the shear and moment at section B, and the shear just to the left of support C. ↑ RA 8m B 6m 124 4 m i

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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P12.3. Draw the influence lines for the reactions at supports A and C, the shear and moment at section B, and the shear just to the left of support C. ↑ RA B Rc D 4m 4 8 m 6 m Draw an influence line for reaction at A and determine the value of the reaction at A if a 10 kip load is placed halfway between A and B Draw an influence line for reaction at C and determine the value of the reaction at C if the following group of loads is placed on the beam • A 10 kip load halfway between A and B • A 5 kip load at B • A 2 kip load at D Draw an influence line for moment at D and determine the value of the moment at D for the worst-case placement of a uniform load of 1.2 kips per foot that can be placed as needed over various segments of the beam.
Transcribed Image Text:P12.3. Draw the influence lines for the reactions at supports A and C, the shear and moment at section B, and the shear just to the left of support C. ↑ RA B Rc D 4m 4 8 m 6 m Draw an influence line for reaction at A and determine the value of the reaction at A if a 10 kip load is placed halfway between A and B Draw an influence line for reaction at C and determine the value of the reaction at C if the following group of loads is placed on the beam • A 10 kip load halfway between A and B • A 5 kip load at B • A 2 kip load at D Draw an influence line for moment at D and determine the value of the moment at D for the worst-case placement of a uniform load of 1.2 kips per foot that can be placed as needed over various segments of the beam.
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